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� <br /> 3" C <br /> ,�N� ��; > 11 � - ' 1 � +M �� 9Y TRUSS MfR_ <br /> 807 CHOFO 4X2 NSR-SPF 1650E-f.5C I7 CANNOT 8E USED UPSIDE DOWN. TDP OF TRUSS <br /> : ; pEB,S qX2 SPF Stutl, EXCEPT AS SHOWN MUST 8E MARKED BY TRUSS FABRICATOR. <br /> -:_ j <br /> i :M1—I2)47C2 SPF Stud : ALL NAILS SPECIFIED ARE COHMON WIRE NAILS. <br /> y'a <br /> ` REFER TO DRAWING A150 FOR TYPICAL PLATE LOCATIONS. � INDICATES NON-STANOAfID LENGTH WEB. <br /> ` i <br /> i � 2X6 !3 HEN-FIR OR BETTER CONTINUOUS STRONGBACK. ATTACH <br /> * �J TO EACH Tf1USS MITH 3-10d NAILS. STFONGBACK MATERIAL TO <br /> �:�1 BE SUPPLIEO BY ERECTION CONTRACTOR. THIS TRUSS SPACED AT 24' O.C. IS DESIGNED TO SUPPOAT THE <br /> p � CONCENTFATED LOAOS LISTEO BELOW. WALL HT.BFT @ 9PSF. <br /> �E+tLATERAL CHaR� BRACING RE�UIREMENTS UNLESS OTHERWISE SHOWN�* O CONC.L�OAOS: 414ELBS,PROOFDSPAN22POFO,oOVHFiCO1QiFT <br /> � Tpp--> RIGID SHEATHING <br /> 2x6 STRONGBACKS AT (+ -) 10'0' o.c. <br /> Y: : <br /> F <br /> t�i <br /> 1: <br /> J <br /> � <br /> d� <br />'�� <br /> Y��a.. <br /> :-! V <br /> "e� O � <br /> �� �13-6-0 �{�10-4-8 -�' TO CENTER OF <br /> ,-� 24., 0' MPX. OPEN CHASE ` <br /> rr—�+ <br /> 1.5X3 30.0" TYP. <br /> W-3X4 <br /> 1.5X3 1.5X3 �1 1.5X3 <br /> 3X4 2X4 4X10 1.5X3 3X5 1.5X3 3X5 1.5X3 4X10 1.5X3 <br /> � � N� + + 1�� - <br /> 1–�6_--0 � <br /> 4X12 3X4 3X3 QX10 <br /> 4X14 - 4X8 <br /> 1 k�-0 W.3X5 W-3X5 <br /> 23-10-8 OVER 2 SUPPORTS <br /> R-iB67� W- 3.50` R-1134f W- 3.5a' <br /> PLT. TYP.�LPINE SEON-- 41475 FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR REV 15.6.5 SCALE � 0.2500 <br /> wvir��ueeaeo PRUWCTS. INC. THUSSES REOUTAE EXTFEME CAHE DESIGN CRIT:TPI-PCT REF <br /> - **IMPORTANT�*�.��T aE ����a�FOA�� ARNING IN HANOLING. ERECTION ANO <br /> OEVIAiION FROM TNIS OESIGN W iHESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS OESIGN TC L� QO.O PSF DATE 07/23/93 <br /> FAILURE TO 8UIL0 Te£ TRU55 IN CONFOWUNCE MI7M OSTBB BY TPI FOR ADUITIWJAL SPECIAL PERNAHENT BPACING PE <br /> � ALPItE COtNECTORS ARE MADE OF 20GA GALV. STEEL NEETING ASTN WIHENENTS. UNLE55 OTnERMISE IImICATEO. TOP TC OL �O.O PSF oawc <br /> A1�6 6R A E1(LEPi AS NOTEO. �PPLY CONNEC70R5 TO EAGM FALE OF GfOHO SeMLL 6E LATERALLY BRALEO MI7N PaOPER BC D` 5.O PSF MI�ENG <br /> AL P I N TRU55 AND UNLESS OT�Ef7MI5E LOCA7E0 ON TM15 DESIGrL POSITION LY ATTACNEO PLYMODO SHEATHING, BOiTOM LHOHO <br /> COMEC70R5 PER ORAMINGS 130, I50 C 160A-F. OESIGN S7ANOAii05 MITH GROPERLY ATTACMED FIGIO CEILIN6--SEE roT.�o. 55.0 PSF 0/A LEN. 23-10-8 <br /> COfFOqI M/APPLICABIE PqDVI51p5 OF NOS 6 TPI. AN ENGINEER'S ALPINE TEGINILAL UPOATE (7/1/91) FOR PROPER .1 O <br /> z TRUSS SEAL ON THIS DRAMI�IG Aav�IES 70 iHE COMPWENT pEPtCTED IERE MYNALL APPLICATIDN. fUiwISN A COPY OF 7MI5 OUR.FAC. 1 .OO OEPTH 1 O.O r <br /> t IN ONLY, ANO SnAll NOT 8E FELIED WON IN ANY UTnER MAY. OESIGN TO T1f TFUSS ERECTI�N C�NTRACTOR. <br /> � T USS MFG. CO. �--TGI � TRU55 PLATE INSTITUTE. NOS - 1991 NATIONAL�ESIGN SPECIFILATION FOR M000 CONSTRUCTION SP AC I NG SE E A80 VE TYPE <br />